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N1-采暖系統(tǒng)水力計算書,,,,,,,,,,
,,,,,,,,,,,
工程名稱,,單管-同程采暖系統(tǒng),,,,,,,,
熱媒,,供水溫度(℃),,75,回水溫度(℃),,,50,,
,,平均密度(kg/m3),,981.69,運(yùn)動黏度(10-6m2/s),,,0.459,,
系統(tǒng)形式,,樓層數(shù),4,立管形式,單管,供回水方式,,自定義形式,,
,,立管數(shù),26,立管關(guān)系,同程,,,,,
總負(fù)荷(W),,146728,,,,,,,,
總流量(kg/h),,5047.44,,,,,,,,
最不利損失(Pa),,12740,,,,,,,,
表格目錄,,,,,,,,,,
編號,表格名稱,,,,,,,,,
表1,系統(tǒng)最不利環(huán)路水力計算表,,,,,,,,,
表2,總供回水干管水力計算表,,,,,,,,,
表3,分支1供回水干管水力計算表,,,,,,,,,
表4,分支1立管1供回水立管水力計算表,,,,,,,,,
表5,分支1立管2供回水立管水力計算表,,,,,,,,,
表6,分支1立管3供回水立管水力計算表,,,,,,,,,
表7,分支1立管4供回水立管水力計算表,,,,,,,,,
表8,分支1立管5供回水立管水力計算表,,,,,,,,,
表9,分支1立管6供回水立管水力計算表,,,,,,,,,
表10,分支1立管7供回水立管水力計算表,,,,,,,,,
表11,分支1立管8供回水立管水力計算表,,,,,,,,,
表12,分支1立管9供回水立管水力計算表,,,,,,,,,
表13,分支1立管10供回水立管水力計算表,,,,,,,,,
表14,分支1立管11供回水立管水力計算表,,,,,,,,,
表15,分支2供回水干管水力計算表,,,,,,,,,
表16,分支2立管1供回水立管水力計算表,,,,,,,,,
表17,分支2立管2供回水立管水力計算表,,,,,,,,,
表18,分支2立管3供回水立管水力計算表,,,,,,,,,
表19,分支2立管4供回水立管水力計算表,,,,,,,,,
表20,分支2立管5供回水立管水力計算表,,,,,,,,,
表21,分支2立管6供回水立管水力計算表,,,,,,,,,
表22,分支2立管7供回水立管水力計算表,,,,,,,,,
表23,分支2立管8供回水立管水力計算表,,,,,,,,,
表24,分支2立管9供回水立管水力計算表,,,,,,,,,
表25,分支2立管10供回水立管水力計算表,,,,,,,,,
表26,分支2立管11供回水立管水力計算表,,,,,,,,,
表27,分支2立管12供回水立管水力計算表,,,,,,,,,
表28,分支2立管13供回水立管水力計算表,,,,,,,,,
表29,分支2立管14供回水立管水力計算表,,,,,,,,,
表30,分支2立管15供回水立管水力計算表,,,,,,,,,
表1系統(tǒng)最不利環(huán)路水力計算表,,,,,,,,,,
最不利阻力(Pa),,2740,,最不利環(huán)路,,分支2立管15,,,,
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
SG,146728,5047.44,2,70,0.39,31.46,0,63,0,63
SH,146728,5047.44,2,70,0.39,31.46,0,63,0,63
SG1,146728,5047.44,2,0,0,0,2.5,0,0,0
SG2,88192,3033.8,2,0,0,0,0.3,0,0,0
SH1,146728,5047.44,2,0,0,0,2.5,0,0,0
SH2,88192,3033.8,2,0,0,0,0.3,0,0,0
BG1,88192,3033.8,2,50,0.39,42.48,0,85,0,85
BG2,82402,2834.63,2,50,0.36,37.26,1,75,65,139
BG3,76612,2635.45,2,50,0.34,32.39,1,65,56,121
BG4,70429,2422.76,2,50,0.31,27.56,1,55,47,103
BG5,64246,2210.06,2,50,0.28,23.11,1,46,39,86
BG6,58063,1997.37,2,50,0.26,19.05,1,38,32,70
BG7,51880,1784.67,2,40,0.38,57.34,1,115,72,186
BG8,47120,1620.93,2,40,0.35,47.64,1,95,59,155
BG9,40350,1388.04,2,40,0.3,35.37,1,71,43,114
BG10,33580,1155.15,2,32,0.33,50.31,1,101,52,153
BG11,29530,1015.83,2,32,0.29,39.33,1,79,40,119
BG12,24030,826.63,2,32,0.23,26.56,1,53,27,80
BG13,17865,614.56,2,32,0.17,15.17,1,30,15,45
BG14,11700,402.48,2,25,0.2,28.5,1,57,19,76
BG15,5850,201.24,2,20,0.16,26.24,1.3,52,16,69
BH15,88192,3033.8,2,50,0.39,42.48,0.6,85,45,130
VG1,5850,201.24,2,0,0,0,1.5,0,0,0
VG2,5850,201.24,3.5,0,0,0,0,0,0,0
VG3,5850,201.24,3.5,0,0,0,0,0,0,0
VG4,5850,201.24,4.4,0,0,0,0,0,0,0
VH1,5850,201.24,2,0,0,0,1.5,0,0,0
R1,1800,70.43,3,20,0.06,3.87,6,12,809,821
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
表2總供回水干管水力計算表,,,,,,,,,,
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
SG,146728,5047.44,2,70,0.39,31.46,0,63,0,63
SH,146728,5047.44,2,70,0.39,31.46,0,63,0,63
SG1,146728,5047.44,2,0,0,0,2.5,0,0,0
SG2,88192,3033.8,2,0,0,0,0.3,0,0,0
SH1,146728,5047.44,2,0,0,0,2.5,0,0,0
SH2,88192,3033.8,2,0,0,0,0.3,0,0,0
表3分支1供回水干管水力計算表,,,,,,,,,,
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
BG1,58536,2013.64,2,50,0.26,19.35,0,39,0,39
BG2,52353,1800.94,2,50,0.23,15.64,1,31,26,57
BG3,46170,1588.25,2,40,0.34,45.81,1,92,57,148
BG4,44800,1541.12,2,40,0.33,43.23,1,86,54,140
BG5,42210,1452.02,2,40,0.31,38.56,1,77,48,125
BG6,37560,1292.06,2,40,0.28,30.84,1,62,38,99
BG7,34030,1170.63,2,40,0.25,25.55,1,51,31,82
BG8,24620,846.93,2,40,0.18,13.85,1,28,16,44
BG9,18290,629.18,2,32,0.18,15.86,1,32,15,47
BG10,11700,402.48,2,25,0.2,28.5,1,57,19,76
BG11,5850,201.24,2,20,0.16,26.24,1,52,13,65
BH1,6183,212.7,2,20,0.17,29.1,1.3,58,18,77
BH2,12366,425.39,2,25,0.21,31.64,1,63,22,85
BH3,13736,472.52,2,25,0.23,38.61,1,77,27,104
BH4,16326,561.61,2,25,0.28,53.64,1,107,38,145
BH5,20976,721.57,2,32,0.2,20.53,1,41,20,61
BH6,24506,843.01,2,32,0.24,27.57,1,55,28,83
BH7,33916,1166.71,2,32,0.33,51.29,1,103,53,156
BH8,40246,1384.46,2,40,0.3,35.2,1,70,43,114
BH9,46836,1611.16,2,40,0.35,47.09,1,94,59,153
BH10,52686,1812.4,2,50,0.23,15.83,1,32,27,58
BH11,58536,2013.64,2,50,0.26,19.35,0,39,0,39
表4分支1立管1供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,493,,資用壓力(Pa),,553,,立管不平衡率,,3.80%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,410,423
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表5分支1立管2供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,493,,資用壓力(Pa),,572,,立管不平衡率,,5.20%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,410,423
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表6分支1立管3供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,457,,資用壓力(Pa),,509,,立管不平衡率,,3.70%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,1370,47.13,2,0,0,0,1.5,0,0,0
VG2,1370,47.13,3.5,0,0,0,0,0,0,0
VG3,1370,47.13,3.5,0,0,0,0,0,0,0
VG4,1370,47.13,4.4,0,0,0,0,0,0,0
VH1,1370,47.13,2,0,0,0,1.5,0,0,0
R1,370,16.49,3,20,0.01,0.42,6,1,451,452
R1,320,16.49,3,20,0.01,0.42,6,1,1,2
R1,340,16.49,3,20,0.01,0.42,6,1,1,2
R1,340,16.49,3,20,0.01,0.42,6,1,1,2
表7分支1立管4供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,417,,資用壓力(Pa),,473,,立管不平衡率,,4.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,2590,89.1,2,0,0,0,1.5,0,0,0
VG2,2590,89.1,3.5,0,0,0,0,0,0,0
VG3,2590,89.1,3.5,0,0,0,0,0,0,0
VG4,2590,89.1,4.4,0,0,0,0,0,0,0
VH1,2590,89.1,2,0,0,0,1.5,0,0,0
R1,680,31.18,3,20,0.02,0.79,6,2,402,404
R1,650,31.18,3,20,0.02,0.79,6,2,2,4
R1,630,31.18,3,20,0.02,0.79,6,2,2,4
R1,630,31.18,3,20,0.02,0.79,6,2,2,4
表8分支1立管5供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,454,,資用壓力(Pa),,493,,立管不平衡率,,3.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,4650,159.96,2,0,0,0,1.5,0,0,0
VG2,4650,159.96,3.5,0,0,0,0,0,0,0
VG3,4650,159.96,3.5,0,0,0,0,0,0,0
VG4,4650,159.96,4.4,0,0,0,0,0,0,0
VH1,4650,159.96,2,0,0,0,1.5,0,0,0
R1,1230,55.99,3,20,0.04,2.58,6,8,406,414
R1,1140,55.99,3,20,0.04,2.58,6,8,6,14
R1,1140,55.99,3,20,0.04,2.58,6,8,6,14
R1,1140,55.99,3,20,0.04,2.58,6,8,6,14
表9分支1立管6供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,427,,資用壓力(Pa),,455,,立管不平衡率,,2.80%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,3530,121.43,2,0,0,0,1.5,0,0,0
VG2,3530,121.43,3.5,0,0,0,0,0,0,0
VG3,3530,121.43,3.5,0,0,0,0,0,0,0
VG4,3530,121.43,4.4,0,0,0,0,0,0,0
VH1,3530,121.43,2,0,0,0,1.5,0,0,0
R1,950,42.5,3,20,0.03,1.08,6,3,403,407
R1,860,42.5,3,20,0.03,1.08,6,3,3,7
R1,860,42.5,3,20,0.03,1.08,6,3,3,7
R1,860,42.5,3,20,0.03,1.08,6,3,3,7
表10分支1立管7供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,405,,資用壓力(Pa),,456,,立管不平衡率,,5.40%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,9410,323.7,2,0,0,0,1.5,0,0,0
VG2,9410,323.7,3.5,0,0,0,0,0,0,0
VG3,9410,323.7,3.5,0,0,0,0,0,0,0
VG4,9410,323.7,4.4,0,0,0,0,0,0,0
VH1,9410,323.7,2,0,0,0,1.5,0,0,0
R1,2630,113.3,3,20,0.09,9.09,6,27,224,251
R1,2290,113.3,3,20,0.09,9.09,6,27,24,51
R1,2290,113.3,3,20,0.09,9.09,6,27,24,51
R1,2200,113.3,3,20,0.09,9.09,6,27,24,51
表11分支1立管8供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,547,,資用壓力(Pa),,568,,立管不平衡率,,2.30%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6330,217.75,2,0,0,0,1.5,0,0,0
VG2,6330,217.75,3.5,0,0,0,0,0,0,0
VG3,6330,217.75,3.5,0,0,0,0,0,0,0
VG4,6330,217.75,4.4,0,0,0,0,0,0,0
VH1,6330,217.75,2,0,0,0,1.5,0,0,0
R1,1900,76.21,3,20,0.06,4.45,6,13,461,474
R1,1300,76.21,3,20,0.06,4.45,6,13,11,24
R1,1560,76.21,3,20,0.06,4.45,6,13,11,24
R1,1570,76.21,3,20,0.06,4.45,6,13,11,24
表12分支1立管9供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,605,,資用壓力(Pa),,634,,立管不平衡率,,3.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6590,226.7,2,0,0,0,1.5,0,0,0
VG2,6590,226.7,3.5,0,0,0,0,0,0,0
VG3,6590,226.7,3.5,0,0,0,0,0,0,0
VG4,6590,226.7,4.4,0,0,0,0,0,0,0
VH1,6590,226.7,2,0,0,0,1.5,0,0,0
R1,1900,79.34,3,20,0.06,4.78,6,14,512,526
R1,1560,79.34,3,20,0.06,4.78,6,14,12,26
R1,1560,79.34,3,20,0.06,4.78,6,14,12,26
R1,1570,79.34,3,20,0.06,4.78,6,14,12,26
表13分支1立管10供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,684,,資用壓力(Pa),,711,,立管不平衡率,,3.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,5850,201.24,2,0,0,0,1.5,0,0,0
VG2,5850,201.24,3.5,0,0,0,0,0,0,0
VG3,5850,201.24,3.5,0,0,0,0,0,0,0
VG4,5850,201.24,4.4,0,0,0,0,0,0,0
VH1,5850,201.24,2,0,0,0,1.5,0,0,0
R1,1800,70.43,3,20,0.06,3.87,6,12,609,621
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
表14分支1立管11供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,704,,本分支最不利立管,,,,,,
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,5850,201.24,2,0,0,0,1.5,0,0,0
VG2,5850,201.24,3.5,0,0,0,0,0,0,0
VG3,5850,201.24,3.5,0,0,0,0,0,0,0
VG4,5850,201.24,4.4,0,0,0,0,0,0,0
VH1,5850,201.24,2,0,0,0,1.5,0,0,0
R1,1800,70.43,3,20,0.06,3.87,406,12,629,641
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
R1,1350,70.43,3,20,0.06,3.87,6,12,9,21
表15分支2供回水干管水力計算表,,,,,,,,,,
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
BG1,88192,3033.8,2,50,0.39,42.48,0,85,0,85
BG2,82402,2834.63,2,50,0.36,37.26,1,75,65,139
BG3,76612,2635.45,2,50,0.34,32.39,1,65,56,121
BG4,70429,2422.76,2,50,0.31,27.56,1,55,47,103
BG5,64246,2210.06,2,50,0.28,23.11,1,46,39,86
BG6,58063,1997.37,2,50,0.26,19.05,1,38,32,70
BG7,51880,1784.67,2,40,0.38,57.34,1,115,72,186
BG8,47120,1620.93,2,40,0.35,47.64,1,95,59,155
BG9,40350,1388.04,2,40,0.3,35.37,1,71,43,114
BG10,33580,1155.15,2,32,0.33,50.31,1,101,52,153
BG11,29530,1015.83,2,32,0.29,39.33,1,79,40,119
BG12,24030,826.63,2,32,0.23,26.56,1,53,27,80
BG13,17865,614.56,2,32,0.17,15.17,1,30,15,45
BG14,11700,402.48,2,25,0.2,28.5,1,57,19,76
BG15,5850,201.24,2,20,0.16,26.24,1.3,52,16,69
BH1,5790,199.18,2,20,0.16,25.74,1.3,51,16,68
BH2,11580,398.35,2,25,0.2,27.96,1,56,19,75
BH3,17763,611.05,2,32,0.17,15.01,1,30,15,45
BH4,23946,823.74,2,32,0.23,26.38,1,53,26,79
BH5,30129,1036.44,2,32,0.29,40.87,1,82,42,124
BH6,36312,1249.13,2,40,0.27,28.92,1,58,35,93
BH7,41072,1412.88,2,40,0.3,36.6,1,73,45,118
BH8,47842,1645.76,2,40,0.35,49.05,1,98,61,159
BH9,54612,1878.65,2,50,0.24,16.95,1,34,28,62
BH10,58662,2017.97,2,50,0.26,19.43,1,39,33,72
BH11,64162,2207.17,2,50,0.28,23.05,1,46,39,85
BH12,70327,2419.25,2,50,0.31,27.48,1,55,47,102
BH13,76492,2631.32,2,50,0.34,32.29,1,65,56,120
BH14,82342,2832.56,2,50,0.36,37.21,1,74,65,139
BH15,88192,3033.8,2,50,0.39,42.48,0.6,85,45,130
表16分支2立管1供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,982,,資用壓力(Pa),,1057,,立管不平衡率,,3.10%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,5790,199.18,2,0,0,0,1.5,0,0,0
VG2,5790,199.18,3.5,0,0,0,0,0,0,0
VG3,5790,199.18,3.5,0,0,0,0,0,0,0
VG4,5790,199.18,4.4,0,0,0,0,0,0,0
VH1,5790,199.18,2,0,0,0,1.5,0,0,0
R1,1820,69.71,3,20,0.06,3.8,6,11,909,920
R1,1260,69.71,3,20,0.06,3.8,6,11,9,20
R1,1260,69.71,3,20,0.06,3.8,6,11,9,20
R1,1450,69.71,3,20,0.06,3.8,6,11,9,20
表17分支2立管2供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,882,,資用壓力(Pa),,986,,立管不平衡率,,4.60%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,5790,199.18,2,0,0,0,1.5,0,0,0
VG2,5790,199.18,3.5,0,0,0,0,0,0,0
VG3,5790,199.18,3.5,0,0,0,0,0,0,0
VG4,5790,199.18,4.4,0,0,0,0,0,0,0
VH1,5790,199.18,2,0,0,0,1.5,0,0,0
R1,1820,69.71,3,20,0.06,3.8,6,11,809,820
R1,1260,69.71,3,20,0.06,3.8,6,11,9,20
R1,1260,69.71,3,20,0.06,3.8,6,11,9,20
R1,1450,69.71,3,20,0.06,3.8,6,11,9,20
表18分支2立管3供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,793,,資用壓力(Pa),,940,,立管不平衡率,,6.90%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,710,723
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表19分支2立管4供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,793,,資用壓力(Pa),,882,,立管不平衡率,,4.40%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,710,723
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表20分支2立管5供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,793,,資用壓力(Pa),,875,,立管不平衡率,,4.20%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,710,723
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表21分支2立管6供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,793,,資用壓力(Pa),,929,,立管不平衡率,,7.20%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6183,212.7,2,0,0,0,1.5,0,0,0
VG2,6183,212.7,3.5,0,0,0,0,0,0,0
VG3,6183,212.7,3.5,0,0,0,0,0,0,0
VG4,6183,212.7,4.4,0,0,0,0,0,0,0
VH1,6183,212.7,2,0,0,0,1.5,0,0,0
R1,2000,74.44,3,20,0.06,4.27,6,13,710,723
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1380,74.44,3,20,0.06,4.27,6,13,10,23
R1,1423,74.44,3,20,0.06,4.27,6,13,10,23
表22分支2立管7供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,793,,資用壓力(Pa),,835,,立管不平衡率,,2.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,4760,163.74,2,0,0,0,1.5,0,0,0
VG2,4760,163.74,3.5,0,0,0,0,0,0,0
VG3,4760,163.74,3.5,0,0,0,0,0,0,0
VH1,4760,163.74,2,0,0,0,1.5,0,0,0
R1,2000,57.31,3,20,0.05,2.68,6,8,756,764
R1,1380,57.31,3,20,0.05,2.68,6,8,6,14
R1,1380,57.31,3,20,0.05,2.68,6,8,6,14
表23分支2立管8供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,760,,資用壓力(Pa),,799,,立管不平衡率,,2.50%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6770,232.89,2,0,0,0,1.5,0,0,0
VG2,6770,232.89,3.5,0,0,0,0,0,0,0
VG3,6770,232.89,3.5,0,0,0,0,0,0,0
VG4,6770,232.89,4.4,0,0,0,0,0,0,0
VH1,6770,232.89,2,0,0,0,1.5,0,0,0
R1,2150,81.51,3,20,0.07,5.02,6,15,662,678
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
表24分支2立管9供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,810,,資用壓力(Pa),,844,,立管不平衡率,,2.40%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6770,232.89,2,0,0,0,1.5,0,0,0
VG2,6770,232.89,3.5,0,0,0,0,0,0,0
VG3,6770,232.89,3.5,0,0,0,0,0,0,0
VG4,6770,232.89,4.4,0,0,0,0,0,0,0
VH1,6770,232.89,2,0,0,0,1.5,0,0,0
R1,2150,81.51,3,20,0.07,5.02,6,15,712,728
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
R1,1540,81.51,3,20,0.07,5.02,6,15,12,28
表25分支2立管10供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,725,,資用壓力(Pa),,754,,立管不平衡率,,2.30%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,4050,139.32,2,0,0,0,1.5,0,0,0
VG2,4050,139.32,3.5,0,0,0,0,0,0,0
VG3,4050,139.32,3.5,0,0,0,0,0,0,0
VH1,4050,139.32,2,0,0,0,1.5,0,0,0
R1,1350,48.76,3,20,0.04,1.24,6,4,704,708
R1,1350,48.76,3,20,0.04,1.24,6,4,4,8
R1,1350,48.76,3,20,0.04,1.24,6,4,4,8
表26分支2立管11供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,674,,資用壓力(Pa),,706,,立管不平衡率,,2.80%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,5500,189.2,2,0,0,0,1.5,0,0,0
VG2,5500,189.2,3.5,0,0,0,0,0,0,0
VG3,5500,189.2,3.5,0,0,0,0,0,0,0
VG4,5500,189.2,4.4,0,0,0,0,0,0,0
VH1,5500,189.2,2,0,0,0,1.5,0,0,0
R1,1450,66.22,3,20,0.05,3.46,6,10,608,619
R1,1350,66.22,3,20,0.05,3.46,6,10,8,19
R1,1350,66.22,3,20,0.05,3.46,6,10,8,19
R1,1350,66.22,3,20,0.05,3.46,6,10,8,19
表27分支2立管12供回水立管水力計算表,,,,,,,,,,
立管總阻力(Pa),,692,,資用壓力(Pa),,712,,立管不平衡率,,1.80%
編號,Q(W),G(kg/h),L(m),D(mm),υ(m/s),R(Pa/m),Σξ,ΔPy(Pa),ΔPj(Pa),ΔP(Pa)
VG1,6165,212.08,2,0,0,0,1.5,0,0,0
VG2,6165,212.08,3.5,0,0,0,0,0,0,0
VG3,6165,212.08,3.5,0,0,0,0,0,0,0
VG4,6165,212.08,4.4,0,0,0,0,0,0,0
VH1,6165,212.08,2,0,0,
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